HomeMy WebLinkAboutzS-1791SetA Portion Of The S.W. 1/4, Of Sec. 30, Twp. 23 N., Rge. 5 E., W.M.
i
c•• V °a,.a �„d `�d ,.� /�J\I �,o �,fi`d ,� ". , c`'' a�'6� � �`5 d �'fi ��
/Rim /2/6.6.590 , g�ElOuiJ Owl " ; OPer
.= fc 9o�
n / 4 - OL,, Cos( /7!7
�
$ee Sha / /aw M.N D°toi/ Pipe N' /EnCe Pocked W /:bnd
erg\ \ On Sht. c-5
/90L:F B OOOdO%
x
eel
BLDG. 9
\6 \ F.F 18.5 patio
\ o
24Lf,6 �10 NO%,a® • a 61% \/
y �
I
D'
�n SS Al. H. a4 : N ❑ , ...,. a
ffim 50
{E 1442 G'¢NW�N( /n.) \� r .: - d ° <•C9LF,6° QO �-
\ x'\ S�phe 5n IoN MH. I'at 1 I. .• G . _ , •< , •• i �,\ �� `ham ` ,
Rim = /6.88. \
�L'- /�'og� / i� d 3 � /E.= /3.858 S.E. �•
O /.E. =/3. Uf B'a N.W.
BLDG. ,O fi lllsel7L,F, Of �` / G0 .s23q \ See ShaA, MH Delwil
(- V• 0 \ Pipe tf /Mechon'c / - -- < ,/ o Rim fib• n Sh t. C -5 \
F- F- = 18.5 O a Compression J infs �'
Lo
\ };
0 ®•,�i ie // / ...moo -. - \ BLDG 8
O 63LF.> 6 y @• p /3 /j p0� / - p 9 : \ F. F- = 18.5//
a
2Q
�Urs /G>Z L.F OFD.
4 , c�� \ �/'• �`� Pipe W /Mechanico/ `
SS dLH�3, /s /cb Tap Compresaion ✓oinfs
.� Rin =/676 %/ ♦ /�
4 LE.. /44G,8yNE(OUiJ \ C� c
See Shallow MN. Defoi!
On Sht- C -5
C Q
47L.F.,6 @O. / Rim �5•�
F
9 ', l \ �y apt a B�oF 9, 1 y`4� 9 11 �L•_ gl
\ \ See Shallow MN �-
_ \ \ On Sht c -5 / \
i J p5 �� c5\ 1110 11-10 ib"� � fib'\ ` \\ '6"A
Al
N
S'
C,
V)
co
O
O m
o °i
Z co
® O N
y Z R
N
L � N
�'S O
3 z N
O c
Z o
W L
a z o-
0
C9
Z_
2
Q
3
0
LL V W
® 3:
-. ta.....
fp
U V Q
W
W
0 z
Q
W
0 W
,m L
Joa ND. 2 3 8 -62- 852
DESIGNED L'N•I•
DRAWN RIB. H.W.
CHECKED J.B.IJ.W.N.
DATE
DATE OF
PRINT
C-4
! OF 4 SHEETS
A REVISIONS A
A Portion Of Sec. 25, Twp. 23 N., Rge. 4 E., W. M. a Sec. 30, Twp. 23 N., Rge. 5 E., W.M.
T
100,
Ile
If
0,
Ile
J\
SCALE I`e=30
CONTOUR !INTERVAL 11 em. *1
Ri-
DATUM;CITY OF RENTON
TBM: Rim Monument Case At S.I.
39th St. a Raymond Ave. 60', & 0. OZ
Elev. = 16-48
'2
z
F,
Ri�
ell,
4* X lop
NOTES IE.Z 13.53, 6- 0 , ly--- /1)
S Sh�jlow A4.,q. Detail On 5ht C-6, q-, 6'o,&S=O.'a',
For Af M z, 3, 4 BLDG. J-1
t9
F F. = 18.0 41
LJ2-\
J-5M.H. *3 48;o
e !,E = 13,39,8
SS.M.H.
a
X
o
I.E. 14.302, e."O
0
9L F,6 F,0 00z;1
Line A
N14 le,
IR. 4VI 19 1. e f— p'o,"ye On 5b—i C-
na
P
le / �� �� // // j / / 3 /yOBe
0—)
Al
'e, -/,, 8 7 Z.,, 0ro.l s.
e., /,Z,/ 6 13 5 t 22, SA�- 5 85
BLDG.
F F. = 18.0 PFC0
t,'Cm A
"AS BUILT"
JUN oil i,AT17 UN 23 Ig-F
` \- �: Lo
q(0
gy 'E.S.M. /,?C,
cl,
T. 8-�ds-s-mw S4&b AP
PHOVED BY
0 s,f .....
1\1 01 r..,,
< R °75.00'
�4
W4
\\ -�-- �,,l 15 VG
Ire 4b
01
(—C
,y
'APPROVED
12 W—
y owe)
Ive9 ,05,0ew 59zoo,
I 1-S.w
AMENDED
/-TBX
W l2t'
ID S.ES!89th Sf. Raymond Ave. W 4-S 1 41
S.W. 9 4,071
V)
Ln
0
CO
z (a
0ry
0) z OD
C-j
C11
w
So
0
Z 0
LO Lu =
0 Cr. IL
ZO
z
w (/) 0:
0 w
LL 0 3:
w
Z
0
—j
L) Z-
4c
LL —i LLI C*
w
(D I
Z
W
0
im
JOB NO. 239 -03-850
DESIGNED L.R.I.
DRAWN 11B.
CHECKED J.W.N./J.8.
DATE Feb., 1986
DATE OF
PRINT
C-5
of 4 s
SANITARY pry
IS IONS
Q Q SEW.ER NOTES NO. DESCR?PTIO�N/DA.TE �B
Locking Lid - Hcoaarnbo Cime E7,,�i. Arr work aid aarerials -shall be in conformance with the standards ozo i 6 Cove z �Thai eerergne - andspecifications of the City of Renton: Utility Department and the C /,-t' �te m t Brick Teat R h &6ened 0 29- I
LaeNeeg Brick Or :� A 5rwer Mare latest edition of'ihe .American Public Work Association (RPWA} __ 4L/86
Preto# MAO$ `-' =` - . -pipe - Standards and Specifications.
: T . p Slab. U it:'R Per ' .....=
Renton Cote Products Ri sar Beetles. AS 2. Existing utility locations are approximate only. It shall be the
P)r E4sei - Required Contractor's responsibility to :verify locations and inverts prior 9.1'
to construction. For utility locations in King County .call 1 -800 °t
98 c2 -Hoes, 424 -5555.
'Rardon .cone. Produdt
or Equal. a yvl
2 Z� 3. A preconstruction conference and twenty -four hour notice will be
For M. N.'s 1, 2, 3 d 4 Field consirsct Cosa �+ .
required prior to starting new construction.
:cnmmel H. BhaN S r x'i Z
W- Q
Compacted Fauraotran Qp o " 4. It shall be the contractors responsibility to secure all necessary % e' h
permits rio:' to starting construction.
SHASHALLOW ��Q MANHOLE oLe. ����j'.� 5. Inspection will be accomplished by a respresentative of the City of
M E Renton.
Not. -. To Scab Ifl
6. All trenches shall be compacted prior to testing sewer lines for u)
acceptance. O
O
7. Side sewers shall be tested for acceptance at the same time the O
..main line.:searer is tested - `-. Z co
0 0 co
B. New connection to existing facilities :shall .. be sealed off until
upstream construction .. is finished, tested, cleaned and accepted. U) z co
All construction debris and water shall be removed prior to _ N
..
on +h N
dD
_._r.. _6 _.. al. _ .. VI _
9. Pipe: - T N
A. - Concrete pipe; ASTW C14, .Class 2. - 3 2
B....P.V.C.. Pips - R:.35.,: F c
C. Ductile iron, ASTYVA21n V
A21.51 or AWWA C751, cement mortar lined, Z 0
Class 50.
In us g
V 5 a
A
10. Exist sanitary "war manhole and pipe infnrmation was taken from
"As. Built" drawing No. 4-4-321, dated 8/118 0,City of Renton. EM
II. Sanitary . sewer shall be television inspected-
SANITA RY SEWER NOTES
1. All work and materials shall be in conformance with the standards
and specifications of the City of Renton Utility department and
the latest edition of the American Public Work Association (APWA)
Standards and Specifications.
2. Existing utility locations are approximate only. It shall be the
contractor's responsibility to verify locations and inverts prior
to construction. For utility locations in King County call
1- 800 -424 -5555.
3. A preconstruction conference and twenty -four hour notice will be
required prior to starting new construction.
4. It shall be the contractor's responsibilty to secure all necessary
permits prior to starting construction.
5. Inspection will be accomplished by a representative of the City of
Renton.
6. All trenches shall be compacted prior to testing sewer lines for
acceptance.
7. Side sewers shall be tested for acceptance at the same time the
main line sewer is tested.
8. New connection to existing facilities shall be sealed off until
upstream construction is finished, tested, cleaned and accepted.
All construction debris and water shall be removed prior to
opening the seal.
9. Pipe:
1� N
/Z:_=//72
A Portion Of The S.W. I/4 Of Sec. 30, Twp. 23 N., Rge. 5 E., W.M.
* I "= 30 HoriZ.
SCALE* I " ,
= 3 Vert.
/?rte= .
ice-=
dim= » 99 QQ
/E= 45
A. Concrete Pipe, ASTM C14, Class 2 illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIill�� 111111111111 11111,
2�� _ vYt! .. I
Be PVC Pipe, ASTH D3034, SDR 35. -� W iiiiiiiiiii NOW
Co Ductile Iron, ASTM A21.51 or AWWA C151, cement mortgr
_
lined, Class 50. W 39th STO
10. Exist sanitary sewer manhole and pipe inforn5tion was take frow 4 _ 3 _
"As- Built" Drawing No. 4-4 -321, dated qty o ent ne 2
a n-
110 Sanitary sewer shall be television inspected.
�o
&Y
0
o }.
�PQ
,o�
�x
.�G
',hkQ
JL
.:.
t '2oT� eF
4 ' /a - - - -
I I I I I I I I I I I I I I i I I I I I 1 1 I I I i I
1/1 1/ r
01
To�9E
8" --__._.._ S.D.
REVISED TO CONFORM
TO FIELD RECORDS
DATE I..,
APPROVED
IAF,i77. 17-9-9
/2.79 11/ -110 C, Ile DV
/»iS! A4_
15 � /W /O &/e ar
/W/ chur17e/ A
r
h
iL
/ 1// 1 /S-r,
V ? e v {?
(yt .nuy1 �• L
. 0* -
WAS
_.'E•...
VICINITY MAP
Not To Scale.
LEGEND=.
NO
i
Exist.
Fire Hydrant
'ei- 777, s oI
e,, -,I
Exist.
Water Volvo
C!- /G On /cr, 5
Exist,
REVISED TO CONFORM
TO FIELD RECORDS
DATE I..,
APPROVED
IAF,i77. 17-9-9
/2.79 11/ -110 C, Ile DV
/»iS! A4_
15 � /W /O &/e ar
/W/ chur17e/ A
r
h
iL
/ 1// 1 /S-r,
V ? e v {?
(yt .nuy1 �• L
. 0* -
WAS
_.'E•...
VICINITY MAP
Not To Scale.
LEGEND=.
NO
FM
A
Exist.
Fire Hydrant
'ei- 777, s oI
e,, -,I
Exist.
Water Volvo
C!- /G On /cr, 5
Exist,
Light Pole
R
Ridge
/7.0
Finished
Elevation
�-•
Exist.
Spot Elevation
Exist.
Light Box
(14+4)
Ex ist.
Spot Elev. At Gutter Flowline
••-
Exist.
Water Mari
Exist.
Gas ,Mafn
G
-----
Ex i s t.
Storm Drain Line
SD
Exist.
Sanitary Sewer Line
- SS
� jC °-
Exist.
Ca tch Basra
P
Exist,
Power Line
-
®
Exist.
Valve Marker Post
I
Exist.
Irrigation
—' SUf?
+�
r of W ASti�
C.58t
�� CAS ?ERA �s
V LT P _r
SCALE � I "= 30'
CONTOUR INTERVAL: 2'
DATUM* CITY OF RENTON
B.M. :Chiseled S 4 ware On S.W. Corner Of
Conc. Base, Of Street Light Along The East Side
Of Lind Ave., 500' North Of S.W. 39th S.W.
El.= 16.78) City Of Renton, No. 1 038.
T. B.M. :So. Rim Of Mon. Case At .Intersection
Of in Ave. & S.W. 39th St.
E1.= 16.39
S -I�q 1
R E V I S 1 0 N S
NO
DESCRIPTION DATE
P,
'
'ei- 777, s oI
e,, -,I
�
's
Z
C!- /G On /cr, 5
Q
3
AC n 4 ors /0 - /5 -86
�J
cs •
oP
00 11 C
�•••
o�
Q�
r
L0
O
00
tD �
o co
Z N
a? O cs�
Lr)
Z co
"- N
Jc N
o a
o
• Z N
O�
r- Z o
Ln W .0
41 cc CL
Z
O
C'
Z
Q
Z
W
J
Li.
0
a
V
00
Z
� Z
V
0 _,
Q
LL- J
Z
0
J F--pW
� J
V
L W
W
J
W
Q
Ca �--
Z Z
�A
Q Z
W � 0
Z
W
U.
O
v
JOB NO.
239-06-860
DESIGNED J.B./J.W.N.
DRAWN
E.R.
CHECKED J.W.N. /,l,B•
DATE AUG. 1986
DATE OF
PRINT
C i 4
OF SHEETS